PN320900_CJDCAC-00-COMPILATION-100_.pdf

PDF 38 MB Posted Nov 17, 2016

Attached to: Chief Joseph Dam DC & Preferred AC Upgrades, Bridgeport, WA
Solicitation number: W912DW-17-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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File	Type	Posted
R0007.pdf	PDF	Dec 28, 2016
Amendment_0006.pdf	PDF	Dec 22, 2016
Amendment_R0005.pdf	PDF	Dec 20, 2016
R0004.pdf	PDF	Dec 15, 2016
W912DW-17-R-0001_Solicitation_&_Specs_(pdf_security_removed).pdf	PDF	Dec 13, 2016
R0003.pdf	PDF	Dec 13, 2016
00_24_00_Attachment_A.docx	DOCX document	Dec 8, 2016
Amendment_0002.pdf	PDF	Dec 8, 2016
R0001.pdf	PDF	Nov 18, 2016
PN320900_CJDCAC-18-REFERENCE_DRAWINGS-100_.pdf	PDF	Nov 17, 2016
W912DW-17-R-0001.pdf	PDF	Nov 17, 2016

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FLOW

COLUMBIA RIVER

CHIEF JOSEPH DAM

COLUMBIA RIVER

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PROJECT LOCATION MAP

MT. VERNON

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B R I T I S H C O L U M B I A

W A S H I N G T O N

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DATE AND TIME PLOTTED: 9/6/2016DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Chief Joseph Dam, WA\FY16_PN320900_CJDCAC\Current_Phase\Con_Docs\CAD_Sheets\General\G-001 - TITLE, LOCATION AND VICINITY MAPS of Engineers US Army Corps

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Chief Joseph Dam, WA\FY16_PN320900_CJDCAC\Current_Phase\Con_Docs\CAD_Sheets\General\G-002 - DRAWING INDEX

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Chief Joseph Dam, WA\FY16_PN320900_CJDCAC\Current_Phase\Con_Docs\CAD_Sheets\General\G-003 - REFERENCE DRAWING INDEX

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CJP-2.1-6-1D51/3

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830559

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CJP-2.1-6-9A51/7

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830558

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CJP-1.4-6-1N11/6

CJP-1.4-6-1Q1/7

CJP-1.4-6-9A53/13

CJP-1.4-6-9A53/14

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530386

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CJP-2.1-6-1D51/1

E-604

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CJP-2.1-6-9D51/1A

CJP-2.1-6-9D51/1B

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CJP-9-6-9F42/24

CJP-2.1-6-9D55/1

CJP-2.1-6-9D51/4

CJP-2.1-6-9D51/5

CJP-2.1-6-9D51/6

CJP-2.1-6-1D2/7

18-543-788

CJP-9-6-4A40/1

750925

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CJP-5-6-9D4/5

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MSE0005572-023

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CJP-2.1-6-1D40/1

CJP-1.13-6-9A40/3

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CJP-2-6-1M1/5

CJP-9-6-9F42/23

MOTOR CONTROL CENTER CQ02 TERMINAL CONNECTION DIAGRAM

BREAKER XP04 5KV NORTH

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP06 LOWER BKR

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP10 LOWER BKR

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP08 LOWER BKR

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP03

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP05 LOWER BKR

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP07 UPPER BKR

5KV NORTH INDOOR SWGR DC CNTRL. SCHEM. BKR XP09

LONG. SEC. THRU GALLERIES ASM. & S.S. BAYS, MAIN UNITS 13 & 14

WIRING DIAGRAM SG1

SWITCHBOARD SB-FRONT PANELS EXTERNAL CONNECTION DIAGRAM

SWITCHBOARD SC PANELS SC3 & SCR3 EXTERNAL CONNECTION DIAGRAM

SWITCHBOARD SC PANELS SC4 & SCR4 EXTERNAL CONNECTION DIAGRAM

SWITCHBOARD SB REAR PANELS EXTERNAL CONNECTION DIAGRAM

PLAN EL. 798 & EL.785

PLAN EL. 785 BAYS 21 THRU 27

PLAN EL. 785 BAYS 17 THRU 20

PLAN-EL.785-MAIN UNITS 13 & 14 ASM. BAY & S.S. BAY

PLAN EL. 798 CONTROL BLDG. SEC. THRU S.S. TRANSF. & BATTERY RM.

ELECTRICAL EQUIPMENT LOCATION S.S. & A.B.-PLAN EL.763

ELECTRICAL EQUIPMENT GALLERIES EL.798 SECTION 17 THRU 20

EMBEDDED CONDUIT & GROUNDING GALLERIES EL.798 SECTION 21 THRU 24

CABLE ARRANGEMENT SPREADING RM TRAY M4 EAST

CABLE ARRANGEMENT SPREADING RM TRAY M4 WEST

DISTRIBUTION PNL CE21 & CHARGERS BC5 & BC6 TERMINAL CONNECTIONS

BATTERY CHARGERS AND PABX HOUSING

WIRING DIAGRAM PANEL SLR3

WIRING DIAGRAM PANEL SCR6

DUPLEX SWITCHBOARD PANEL SOR3 (REAR VIEW)

GEN SWBD PANEL S2 PANEL S2R1 REAR UNIT #5

GEN SWBD PANEL S2 PANEL S2R9 REAR UNIT #8

GEN SWBD PANEL S3 PANEL S3R1 REAR UNIT #9

GEN SWBD PANEL S3 PANEL S3R9 REAR UNIT #12

GEN SWBD PANEL S4 PANEL S4R1 REAR UPPER UNIT #13

GEN SWBD PANEL S4 PANEL S4R1 REAR LOWER UNIT #13

GEN SWBD PANEL S4 PANEL S4R9 REAR LOWER UNIT #16

SU2 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 2

SU2 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 1

SU3 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 1

SU3 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 2

SU4 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 1

SU4 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 2

480 VOLT SWITCHGEAR SQ0 TERMINAL CONNECTION DIAGRAM

ONE LINE 480V MOTOR CONTROL CENTERS CQ03.1 & CQ03.2

MOTOR CONTROL CENTERS UNIT 01-16

SWITCHGEAR SP-S EXTERNAL CONNECTION DIAGRAM

SWITCHGEAR SP-N EXTERNAL CONNECTION DIAGRAM

GEN SWBD PANEL S26 WIRING LOWER PANEL S26X

GEN SWBD PANEL S27 PANEL S27C LOWER

GEN SWBD PANEL S26 WIRING LOWER PANEL S26C

GEN SWBD PANEL S25 WIRING LOWER PANEL S25C

GEN SWBD PANEL S25 WIRING LOWER PANEL S25X

GEN SWBD PANEL S24 WIRING LOWER PANEL S24C

GEN SWBD PANEL S24 WIRING LOWER PANEL S24X

GEN SWBD PANEL S23 WIRING LOWER PANEL S23X

GEN SWBD PANEL S23 WIRING LOWER PANEL S23C

GEN SWBD PANEL S22 WIRING LOWER PANEL S22C

GEN SWBD PANEL S22 WIRING LOWER PANEL S22X

GEN SWBD PANEL S21 WIRING LOWER PANEL S21C

GEN SWBD PANEL S21 WIRING LOWER PANEL S21X

GEN SWBD PANEL S20 WIRING LOWER PANEL S20X

GEN SWBD PANEL S20 WIRING LOWER PANEL S20C

GEN SWBD PANEL S19 WIRING LOWER PANEL S19C

GEN SWBD PANEL S19 WIRING LOWER PANEL S19X

GEN SWBD PANEL S18 WIRING LOWER PANEL S18C

GEN SWBD PANEL S18 WIRING LOWER PANEL S18X

GEN SWBD PANEL S17 WIRING LOWER PANEL S17X

GEN SWBD PANEL S17 WIRING LOWER PANEL S17C

CJP-2-6-1D1/17

CJP-2-6-1L1/3

CJP-2-6-1D1/9

CJP-2-6-1D1/10

GEN SWBD PANEL S27 PANEL S27X LOWER

SU1 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 1

SU1 SWITCHGEAR TERMINAL CONNECTION DIAGRAM SHEET 2

GDACS RTU1-8 INVERTERS

GEN SWBD PANEL S1 PANEL S1R9 REAR LOWER UNIT #4

STATION SERVICE WIRING AROUND UNITS

SWBD SO - FRONT PANELS SO7-SO10 EXTERNAL CONNECTION DIAGRAM

SWBD SO - FRONT PANELS SO2-SO6 EXTERNAL CONNECTION DIAGRAM

EXPOSED CONDUIT CONTROL CENTERS CQO1, CQ02, CQO3

125/250V DC DISTRIBUTION PANEL SB2 & SBR2 WIRING DIAGRAM

MECHANICAL HVAC PLAN & SECTIONS EL.841

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CJP-2.1-6-9L53/10

CJP-2.1-6-9L53/11

CJP-1.1-6-0D11/2

CJP-1.1-6-0D11/3

CJP-1.1-6-0D11/4

CJP-2.1-6-0D11/12

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CJP-2.1-6-9A53/2

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CJP-2.1-6-9A53/9

CJP-2.1-6-9A53/11

CJP-2.1-6-9A53/12

SWITCHBOARD SO - REAR PANELS EXTERNAL CONNECTION DIAGRAM

CJP-1.4-6-2Q1/3

CJP-2-6-2D8/8

CHIEF JOSEPH DAM 480V CQO3.1 ELEVATION

CHIEF JOSEPH DAM 480V CQO3.1 SCHEDULE1

CHIEF JOSEPH DAM 480V CQO3.1 SCHEDULE2

CHIEF JOSEPH DAM 480V CQO3.2 ELEVATION

CHIEF JOSEPH DAM 480V CQO3.2 SCHEDULE1

CHIEF JOSEPH DAM 480V CQO3.2 SCHEDULE2

CJP-1.4-6-2Q1/1

DRAWING NO. DRAWING TITLE

CONTROL SOURCES ONE LINE DIAGRAM

POWERHOUSE SHOPS POWER FEEDER DETAILS EL. 785'

ELECTRICAL EQUIPMENT LOCATION S.S. & A.B-PLAN EL. 785

ELECTRICAL EQUIPMENT CONTROL ROOM ARRANGEMENT

BATTERY ROOM CONDUIT ROUTING

BATTERY SWITCHBOARD-SB

CABLE TRAYS UNITS 1-4 MISCELLANEOUS DETAILS

CABLE ARRANGEMENT MAIN CABLE GALLERY UNITS 1-4

CABLE TRAY UNITS 5-8 MISCELLANEOUS DETAILS

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 5-8

CABLE TRAYS UNITS 9-12 PLAN & SECTIONS

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 9-12

CABLE TRAYS UNITS 9-12 CABLE TRAINING PIT EL. 774

CABLE TRAYS UNITS 9-12 DOWNSTREAM GALLERY EL. 774

CABLE TRAYS UNITS 9-12 EL.785 SPECIAL CABLE ENCLOSURES SH.1

CABLE TRAYS UNITS 13-16 MISCELLANEOUS DETAILS

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 13-16

CABLE ARRANGEMENT STATION SERVICE AREA

CABLE TRAYS STATION SERVICE-ASSEMBLY BAY PLAN & SECTIONS

CABLE TRAYS STATION SERVICE-ASSEMBLY BAY SECTIONS & DETAILS

CABLE TRAY CABLE SPREADING ROOM PLAN-WEST HALF SH.1

CABLE TRAYS CABLE SPREADING ROOM PLAN & DETAILS-EAST HALF SH.2

CABLE TRAYS CABLE SPREADING ROOM PLAN & SECTION-WEST HALF SH.2

CABLE TRAYS CABLE SPREADING ROOM PLAN & DETAILS-EAST HALF SH.3

CABLE TRAYS CABLE SPREADING ROOM PLAN & DETAILS-WEST HALF SH.3

CABLE TRAYS CABLE SPREADING ROOM SECTION & DETAILS

CABLE TRAINING-CONTROL STRUCT EAST CABLE SHAFT-BELOW EL.900

CABLE TRAINING-CONTROL STRUCT WEST CABLE SHAFT-BELOW EL.800

CABLE TRAY ISOMETRIC UNITS 17-20

CABLE TRAY ISOMETRIC UNITS 21-24

CABLE TRAY ISOMETRIC UNITS 25-27

POWER & CONTROL CONDUITS STA. SER. & ASSEMBLY BAY EL.763

POWER & CONTROL CONDUITS ASSEMBLY BAY-EL.785 DOWNSTREAM HALF

POWER & CONTROL CONDUITS ASSEMBLY BAY-EL.785 UPSTREAM HALF

POWER & CONTROL CONDUITS STATION SERVICE DETAILS EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.4 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.3 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.6 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.5 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.8 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.7 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.10 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.9 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.12 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.11 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.14 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.13 DOWNSTREAM HALF EL.785

POWER & CONTROL CONDUITS MAIN UNIT BAY NO.16 DOWNSTREAM HALF EL.785

CJP-2-6-1M1/6

GEN SWBD PANEL S1 PANEL S1R9 REAR UPPER UNIT #4

DRAWING NO.

POWER & CONTROL CONDUITS CONTROL STRUCTURE EL. 798.0 AND EL. 810

POWER & CONTROL CONDUITS SERVICE DECK EL. 810.0 SECTIONS 13, 14 AND 16

POWER & CONTROL CONDUITS STA. SERVICE BAY- EL. 785 DOWNSTREAM HALF

POWER & CONTROL CONDUITS STA. SERVICE BAY- EL. 785 UPSTREAM HALF

DRAWING TITLE

CABLE ARRANGEMENT MAIN CABLE GALLERY UNITS 1-4

CABLE ARRANGEMENT TRANSVERSE CABLE GALLERY UNITS 1-4

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 5-8

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 9-12

CABLE ARRANGEMENT TRANSVERSE GALLERY UNITS 13-16

CABLE TRAYS STATION SERVICE-ASSEMBLY BAY SECTIONS & DETAILS

CABLE TRAYS SPREADING ROOM SECTIONS & DETAILS

CABLE TRAYS CABLE SPREADING ROOM DETAILS

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M1

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M3

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M2

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M3

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M2

CABLE ARRANGEMENT CABLE SPREADING ROOM TRAY M3

CABLE ARRANGEMENT EAST CABLE SHAFT

CABLE ARRANGEMENT CABLE SHAFT EAST TERM CABINET TC1

CABLE ARRANGEMENT WEST CABLE SHAFT

REFERENCE DRAWING INDEX REFERENCE DRAWING INDEX (CONT.)

LIGHTING - OFFICE BUILDING EL. 798.0

LIGHTING - MAIN UNIT BAY 21 EL. 785

LIGHTING - GALLERY SECTIONS 18-21, 810 - SECTIONS 21-24, 798 & 785

DRAWING NO. DRAWING TITLE

INSTALLED & WIRED - REFERENCE DRAWINGS

GOVERNMENT-FURNISHED EQUIPMENT TO BE

REFERENCE DRAWINGS

EXISTING EQUIPMENT TO BE WIRED

WIRING DIAGRAM SU21

R-40731

R-41202

480 VOLT CONTROL CENTERS SU17 THRU SU21, SU3 THRU SU27

CJP-1.27-6-1A8/1 480 VOLT CONTROL CENTER CQO4

CJP-1.27-6-1D21/1 ONE LINE DIAGRAM CQO4

JE5075-83119C

JE5085-83119C

JE5088-83119C

D61422-O SHT 1 OF 3

D61422-O SHT 2 OF 3

D61422-O SHT 3 OF 3

D61422-S SHT 1 OF 2

D61422-S SHT 2 OF 2

NAMEPLTE DETAIL

AT30 SERIES BATTERY CHARGER DRAWING LIST /

NEMA-1 STYLE-5018 ENCLOSURE

AT30 SERIES BATTERY CHARGER OUTLINE:

NEMA-1 STYLE-5018

AT30 BATTERY CHARGER INTERNAL COMPONENT LAYOUT:

STATIC SW/MANUAL BYPASS SW

OUTLINE & INTERCONNECT 20KVA INVERTER/

STATIC SW/MANUAL BYPASS SW

OUTLINE & INTERCONNECT 20KVA INVERTER/

STATIC SW/MANUAL BYPASS SW

OUTLINE & INTERCONNECT 20KVA INVERTER/

STATIC SW/MANUAL BYPASS SW

SCHEMATIC WIRING DIAGRAM 20KVA INVERTER/

STATIC SW/MANUAL BYPASS SW

SCHEMATIC WIRING DIAGRAM 20KVA INVERTER/

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POWER & CONTROL CONDUITS MAIN UNIT BAY NO.15 DOWNSTREAM HALF EL.785

(FY16_PN320900_CJDCAC-18-REFRENCE DRAWINGS-100%.PDF)

FOR REFERENCE DRAWINGS, SEE PDF COMPILATION NOTE:

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54321

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WORK IS TO BE PERFORMED.

DENOTES EXISTING EQUIPMENT WHERE

DENOTES EXISTING EQUIPMENT.

M W

H /H

G-101

UNIT #15 UNIT #16 UNIT #17 UNIT #18 UNIT #19 UNIT #20 UNIT #21 UNIT #22 UNIT #23 UNIT #24 UNIT #25 UNIT #26 UNIT #27UNIT #14

S17 BOARD S18 BOARD S19 BOARD S20 BOARD

S21 BOARD

S22 BOARD S23 BOARD S24 BOARD S25 BOARD S26 BOARD S27 BOARD

XE71 LIGHTING J.BOX

XE61 LIGHTING J.BOX

SERVICE BAY AND ASSEMBLY BAY DETAILS.

2. REFER TO DRAWING E-102 FOR STATION

CR61 LTG. PANEL

(RE-DESIGNATE AS XE51)

XE53 LIGHTING J.BOX

M /H

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POWERHOUSE PLAN EL. 785.0

UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 UNIT #7 UNIT #8 UNIT #9 UNIT #10 UNIT #11 UNIT #12

BAY

ASSEMBLY

SERVICE BAY

STATION UNIT #13

NOTES:

NOTE 2

SU3 BOARD

S3 BOARD

SU2 BOARD

S2 BOARDS1 BOARD

SU1 BOARD

SU4 BOARD

S4 BOARD

SCALE: 1" = 40'-0"

0 40'40' 20'

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54321

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DENOTES EXISTING EQUIPMENT.

WORK IS TO BE PERFORMED.

DENOTES EXISTING EQUIPMENT WHERE

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UNIT #15 UNIT #16 UNIT #17 UNIT #18 UNIT #19 UNIT #20 UNIT #21 UNIT #22 UNIT #23 UNIT #24 UNIT #25 UNIT #26 UNIT #27UNIT #14

M /H

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UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 UNIT #7 UNIT #8 UNIT #9 UNIT #10 UNIT #11 UNIT #12

BAY

ASSEMBLY

SERVICE BAY

STATION UNIT #13

POWERHOUSE PLAN EL. 798.0

NOTES:

(NOTE 2)

ROOM #2

BATTERY

(NOTE 2)

ROOM #1

BATTERY

SCALE: 1" = 40'-0"

BATTERY ROOMS #1 & #2 DETAILS.

2. REFER TO DRAWINGS E-104 & E-105 FOR

SCALE: 1" = 40'-0"

0 40'40' 20'

DRAWING ABBREVIATIONS ARCHITECTURAL LEGEND

A-100

DESIGN DISCIPLINE: A - ARCHITECTURE

SHEET NUMBER WITHIN SERIES

ANNOTATION CALLOUTS

PROJECT GENERAL NOTES

1. REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES NOT NOTED

ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF NOTED IN FULL.

2. DIMENSIONS ON ARCHITECTURAL DRAWINGS ARE INDICATED IN FEET AND

INCHES.

3. DIMENSIONS ARE DRAWN TO THE FACE OF CONCRETE AND STEEL STUDS

UNLESS NOTED OTHERWISE.

4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. DIMENSIONS INDICATED

WITH A "+/-" ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING THESE DIMENSIONS PRIOR TO BIDDING.

5. EXTERNAL CORNERS ON EXPOSED CONCRETE WALLS SHALL BE CHAMFERED

3/4" TYPICAL, UNLESS OTHERWISE NOTED.

6. REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH

ADJACENT FINISHED CONDITION. THE CONTRACTING OFFICER SHALL DETERMINE

WHEN REPLACEMENT IS REQUIRED FOR ACCEPTABLE APPEARANCE.

7. CARE MUST BE TAKEN TO ENSURE NO CONFLICTS WITH ELECTRICAL, PIPING OR

OTHER MECHANICAL COMPONENTS OR SYSTEMS.

8. DOORS IN STUD WALLS NOT LOCATED BY DIMENSION ON FLOOR PLANS OR

DETAIL DRAWINGS SHALL BE LOCATED 4 INCHES FROM SURFACE OF ADJACENT

PERPENDICULAR WALL TO OUTSIDE EDGE OF DOOR FRAME.

9. DOOR AND ROOM NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION

PURPOSES. VERIFY NUMBERING SCHEME WITH CONTRACTING OFFICER AND

TENANT UNIT PRIOR TO FABRICATING PERMANENT LABELS AND SIGNAGE.

10. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE

TREATED WOOD. ISOLATE P.T. WOOD FROM METALS.

11. SIZE FIRE EXTINGUISHER BRACKETS TO HOLD ONE, NFPA 10 COMPLIANT 10 LB -

TYPE ABC EXTINGUISHER, UNLESS NOTED OTHERWISE.

12. CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (WOOD,

METAL OR OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION

WITHIN SPECIFIED TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL TRIM

ITEMS TO FIT AND OTHERWISE ENSURE PROPER INSTALLATION OF WORK.

13. REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING INFORMATION.

14. ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER

AND EXTENT OF THE PROJECT. THEY ARE NOT INTENDED TO SHOW ALL DETAILS

OF THE WORK. DETAILS NOTED "TYPICAL" APPLY TO SIMILAR WORK THROUGHOUT

THIS BUILDING UNLESS NOTED OTHERWISE.

15. ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT

LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENING,

NON-BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS,

WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.

16. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF

CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS.

17. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK

REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR

EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE

CONSTRUCTION DOCUMENTS OR SPECIFICATION, THEN THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. THE CONTRACTOR SHALL

WORK TO HAVE ALL DISCREPANCIES RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

18. IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,

REFERENCED STANDARDS AND THE GOVERNING CODES, THE CONTRACTING

OFFICER WILL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

19. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING UTILITIES,

FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS

AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

20. FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND

TELECOMMUNICATIONS FEATURES OR INFORMATION SHOWN ON ARCHITECTURAL

DRAWINGS IS FOR COORDINATION AND LOCATION PURPOSES ONLY. REFER TO

DRAWINGS OF OTHER DISCIPLINES FOR SPECIFIC DESIGN INFORMATION ON

COMPONENTS AND SYSTEMS.

21. WORK SHALL COMPLY WITH IBC, NFPA 101, ETL 02-15 AND UFC 3-600-01 AS

DIRECTED BY UFC 1-200-01. WHEN CONFLICTS OCCUR BETWEEN UFC 3-600-01 AND

OTHER CODES, STANDARDS AND CRITERIA, FOLLOW UFC 3-600-01. WHEN

CONFLICTS OCCUR BETWEEN THE IBC AND NFPA, THE MOST CONSERVATIVE

REQUIREMENTS SHALL GOVERN.

ROOM NAME

NAME

ELEVATION

DRAWING SYMBOLS

DIRECTION OF VIEW

LETTER INDICATES BUILDING SECTION

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

INTERIOR ELEVATION DRAWING NUMBER

PLATE NUMBER WHERE ELEVATION IS

DRAWN

DIRECTION OF VIEW

4A-101

WALL TYPE DESIGNATOR

SEE WALL TYPES SCHEDULE,

SHEETS A-601

ROOM NAME

ROOM NUMBER

SURFACE DESCRIPTION

FINISHED ELEVATION

DOOR MARK

SEE DOOR SCHEDULE, SHEET A-601

TRUE NORTH DIRECTION

SHEET NUMBERING SYSTEMA

ACC

ACS

ACT

ADJ

ADM

A.F.F.

AIB

ALUM

A/M

ANOD

APPROX

ARCH

AT/FP

BET

BLDG.

BLKG

BOT

BRKT

CBU

CDR

C.F.C.I

C.I.

C.I.P.

CLG

CLR.

CMT

CMU

COL.

COMM.

COMP.

CONC.

CONT.

COORD.

COR.

CORR

C.P.C.

CPT.

CTR

DBL

DET

D.F.

DIA.

DIM.

DN.

DR.

DWG.

ELEC.

EPT

EMM

EPS

EQUIP

E.S.

EWC

EXIST.

EXP

EXT

EXP. JT

FDN

FEB

FEC

FED STD

FIN

FLR

FOC

FOS

FRP

GA.

GALV.

G.F.C.I

GWB

ABOVE -OR- ANCHOR BOLT

ACCESSIBLE

ACCESS CONTROL SYSTEM

ACOUSTICAL TILE

ADJACENT

ADMINISTRATION BUILDING

ABOVE FINISH FLOOR

AIR INFILRATION BARRIER

ALUMINIUM

AIR/MOISTURE

ANODIZED

APPROXIMATE

ARCHITECT (URAL)

ANTI-TERRORISM/FORCE PROTECTION

BOARD

BETWEEN

BUILDING

BLOCKING

BOTTOM

BRACKET

CEMENTITIOUS BACKER UNIT

CARD READER

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CORNER GUARD

CAST IRON

CAST IN PLACE

CONTROL JOINT

CLOSET

CEILING

CLEAR

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNIT

COLUMN

COMMUNICATIONS

COMPENSATION

CONCRETE

CONTINUOUS -OR- CONTINUE

COORDINATE

CONTRACTING OFFICER'S REP

CORRIDOR

CAST-IN-PLACE CONC.

CARPET

CERAMIC TILE

CENTER

DOUBLE

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DOWN

DOOR

DRAWING

EACH

EXPANSION JOINT

ELEVATION

ELECTRIC (AL)

EXTERIOR PAINT

EXPANDED METAL MESH

EXPANDED POLYSTYRENE

EQUAL

EQUIPMENT

EACH SIDE

ELECTRIC WATER COOLER

EXISTING

EXPOSED

EXTERIOR

EXPANSION JOINT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FEDERAL STANDARD

FINISH FLOOR

FINISH GRADE

FINISH (ING)

FLOOR (ING)

FACE OF CONCRETE

FACE OF STUD FRAMING

FIBER REINFORCED PLASTIC

FOOT

GAGE, GAUGE

GALVANIZED

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GRID LINE

GYPSUM WALL BOARD

HDPE

HDWD

HDWR

HELV MED

HELV REG

H.M.

HORIZ.

HYD

IBC

ILO

INSUL.

INT

JAN.

KPD

MAT

MAX

MECH.

MET.

MFR.

MIN.

MISC.

M.R.

MTL

NPT

N.I.C.

N.T.S.

O O.A.

OBS

O.C.

OCC.

OPEN'G

OPP

OSB

OWSJ

PLYWD.

P LAM.

P.T.

R R R.B.

RCM

RCP

REC

REF.

REQ'D

RES.

REV.

RM.

SAB

SCWD

S.F.

SHWR

SIM.

SMHD

SPEC

STC

STD WT

STOR.

STR

STRUCT.

SUSP.

SYM

HOSE BIB

HIGH DENSITY POLYETHYLENE

HARD WOOD

HARDWARE

HELVETICA MEDIUM

HELVETICA REGULAR

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HYDRAULIC

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

IN LIEU OF

INSULATION

INTERIOR

JANITOR

JOINT

KICKPLATE

KEYPAD

MATERIAL (S)

MAXIMUM

MOISTURE BARRIER

MECHANIC (AL)

METAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MOISTURE RESISTANT

METAL

NOT AVAILABLE

NUMBER

NATIONAL PIPE THREAD

NOT IN CONTRACT

NOT TO SCALE

OVERALL

OBSCURE GLAZING

ON CENTER

OCCUPANT (S)

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPPOSITE HAND

OPENING

OPPOSITE

ORIENTED STRAND BOARD

OPEN WEB STEEL JOIST

PRECAST CONCRETE

PLATE

PLYWOOD

PLASTIC LAMINATE

PAIR

PAINT

PRESSURE TREATED

RADIUS

RESILIENT BASE

RECOMMENDATIONS

REFLECTED CEILING PLAN

RECESSED

REFERENCE

REQUIRED

RESILIENT

REVISION (S), REVISED

ROOM

ROUGH OPENING

SOUND ATTENUATION BLANKET

SOLID CORE WOOD DOOR

SQUARE FEET

SHOWER

SIMILAR

SHAFT LID

SHELF METAL HEAVY DUTY

SPECIFICATION(S)

SQUARE

STAINLESS STEEL

STEEL

SOUND TRANSMISSION CLASS

STANDARD WEIGHT

STORAGE

STAIR

STRUCTURAL

SUSPENDED

SYMMETRICAL

T T T & G

THK

TOB

TOC

TOF

TOP

TOS

T.P.

TSCD

TTD

TYP.

U U/C

UNO

UTIL.

V V.C.T.

VERT.

VEST.

VIF

VTR

W W.

W/ W/C

WNDW

WWM

SYMBOLS

TREAD

TONGUE AND GROOVE

TOWEL BAR

TRENCH DRAIN

THICKNESS

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF PARAPET

TOP OF STEEL (STRUCTURE)

TOWEL PIN

TOILET SEAT COVER DISPENSER

TUBE STEEL

TOILET TISSUE DISPENSER

TYPICAL

UNDER COUNTER

UNLESS OTHERWISE NOTED

UTILITY

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VAPOR RETARDER

VENT THROUGH ROOF

WOMEN

WITH

WHEEL CHAIR

WOOD

WINDOW

WATER PROOFING

WATER RESISTANT

WELDED WIRE MESH

ANGLE

AND

CENTERLINE

DRAWING LINE TYPES

CONTRACTION JOINTS

MATCH LINES

SEE 1 / A-101

A-101

SIM

ARROW INDICATES DIRECTION

PHOTOGRAPH WAS TAKEN

PHOTOGRAPH DRAWING NUMBER (ON

SAME PLATE AS ANNOTATION)

1 SHEET KEYNOTE

NORTH

SHEET

IDENTIFICATION

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US Army Corps of Engineers

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A C H

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DESIGN FILE:

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A-001

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

CROSS HATCH INDICATES WORK AREAS AT EL. 798.0

KEY PLAN

BATTERY ROOM NO.1

BATTERY

ROOM NO. 1

EL. 798.0

LUNCH

ROOM

WEST CABLE

SHAFT

ELEVATOR

SHAFT

PIPE SHAFT

EAST CABLE

SHAFT

C 2

35' - 3" +/- (VERIFY IN FIELD)

8' - 8" +/- (VIF)

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION

ITEMS.

3. SEE ELECTRICAL DRAWINGS FOR FOR ADDITIONAL

DEMOLITION ITEMS.

4. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN FOR

INFORMATION ONLY. CONTRACTOR TO VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO DOING THE WORK.

5. ALL PHOTOS ARE FOR INFORMATION ONLY. CONTRACTOR

TO VERIFY EXISTING CONDITIONS PRIOR TO DOING THE WORK.

DEMOLISH EXISTING FULL HEIGHT CMU WALL PARTITIONS.

DEMOLISH EXISTING DOOR AND FRAME.

REMOVE EXISTING WALL BRACKET AND FIRE

EXTINGUISHER AND STORE FOR REUSE, SEE A-101.

ITEMS TO BE DEMOLISHED

EXISTING CONSTRUCTION

DEMOLISH EXISTING BATTERY BANKS AND CONCRETE

PLATFORMS, GRIND FLOOR SMOOTH AFTER DEMOLITION.

REMOVE EXISTING CANTILEVERED METAL SHELVING AND

STORE FOR REUSE, SEE A-101.

DEMOLISH EXISTING BASE CABINETS, COUNTERTOP, AND SINK.

EXISTING SUPPLY, DRAIN, AND VENT WILL BE REUSED.

KEY NOTES

SAW CUT NEW OPENING IN EXTERIOR WALL OF DAM, SEE

MECHANICAL FOR SIZE AND LOCATION. PROVIDE STORM

RESISTANT LOUVER.

SAW CUT NEW OPENING IN INTERIOR WALL OF DAM, SEE

MECHANICAL FOR SIZE AND LOCATION.8

DEMOLISH EXISTING ACCESS PANEL AND REPLACE WITH NEW

2HR FIRE RESISTANCE RATED ACCESS PANEL.9

SHEET

IDENTIFICATION

D W

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I G N

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E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

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B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

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AD101

R O

O M

N O

.1 D

L I

O N

1/4" = 1'-0"AD101

1 DEMOLITION PLAN: BATTERY ROOM NO.1

02 4 8134

SCALE: 1/4"=1'-0"

NTSAD101

A PHOTO A

NTSAD101

B PHOTO B

NTSAD101

C PHOTO C

NORTH

K D

N D

G C

O N

N J

G C

O N

N J

RESTROOM

EXISTING

BATTERY

ROOM NO. 2

P.T.

GALLERY

EL. 798.0

PIPE

GALLERY

24' - 6" +/- (VERIFY IN FIELD)

6 6

I.F

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

CROSS HATCH INDICATES WORK AREAS AT EL. 798.0

KEY PLAN

BATTERY ROOM NO.2

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION

ITEMS.

3. SEE ELECTRICAL DRAWINGS FOR FOR ADDITIONAL

DEMOLITION ITEMS.

4. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN FOR

INFORMATION ONLY. CONTRACTOR TO VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO DOING THE WORK.

5. ALL PHOTOS ARE FOR INFORMATION ONLY. CONTRACTOR

TO VERIFY EXISTING CONDITIONS PRIOR TO DOING THE WORK.

DEMOLISH EXISTING FULL HEIGHT PARTITION WALLS.

DEMOLISH EXISTING ELECTRICAL EQUIPMENT, CONDUIT,

AND CONDUCTORS. REFER TO ELECTRICAL DRAWINGS.

DEMOLISH EXISTING DOOR AND FRAME.

REMOVE EXISTING WALL BRACKET AND FIRE

EXTINGUISHER AND STORE FOR REUSE, SEE A-101.

DEMOLISH EXISTING ELECTRICAL EQUIPMENT AND CONCRETE

EQUIPMENT PAD, FINISH FLUSH WITH EXISTING FLOOR.

DEMOLISH EXISTING BATTERY BANKS, CONDUIT, AND

CONDUCTORS. REFER TO ELECTRICAL DRAWINGS.

ITEMS TO BE DEMOLISHED

EXISTING CONSTRUCTION

KEY NOTES

DEMOLISH EXISTING BASE CABINETS, COUNTERTOP, AND

SINK. EXISTING SUPPLY, DRAIN, AND VENT WILL BE REUSED.7

5 5

SHEET

IDENTIFICATION

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B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

O W

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E, W

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AD102

R O

O M

N O

.2 D

L I

O N

1/4" = 1'-0"AD102

1 DEMOLITION PLAN: BATTERY ROOM NO.2

02 4 8134

SCALE: 1/4"=1'-0"

NTSAD102

C PHOTO C

NTSAD102

A PHOTO A

NTSAD102

B PHOTO B

NTSAD102

D PHOTO D

NORTH

K D

N D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

CROSS HATCH INDICATES WORK AREAS AT EL. 798.0

KEY PLAN

BATTERY ROOM NO.1

BATTERY

ROOM NO.1

001A-2011

ALIGN

ELEVATOR

SHAFT

EAST CABLE

SHAFT LUNCH

ROOM

WEST CABLE

SHAFT

PIPE CHASE

EL. 798.0

6 5/8" 6' - 0"

A-501

ALIGN

A-501

8' - 8"

A-501

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR INFORMATION ON WALL

OR FLOOR MOUNTED MECHANICAL FIXTURES.

3. SEE ELECTRICAL DRAWINGS FOR INFORMATION ON WALL

OR FLOOR MOUNTED ELECTRICAL FIXTURES.

4. ALL NEW AND EXISTING PENETRATIONS THROUGH

FLOORS OR WALLS WILL BE SEALED WITH FLEXIBLE FIRE

RESISTANT SEALANT, INSTALLED PER 2 HOUR U.L. LISTED

ASSEMBLY CONTINUOUS AT PIPE OR EQUIPMENT

PERIMETER.

5. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN FOR

INFORMATION ONLY. CONTRACTOR TO VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO DOING THE WORK.

6. PATCH, REPAIR, AND PAINT ALL WALLS DISTURBED DURING

CONSTRUCTION TO CREATE A SMOOTH FINISHED

APPEARANCE.

7. AFTER NEW CONSTRUCTION IS COMPLETE PAINT ALL

WALLS WITHIN BATTERY ROOM #1 AND BATTERY ROOM #2

TO MATCH EXISTING. SUBMIT COLOR SAMPLES FOR

APPROVAL PRIOR TO PAINTING.

NEW BATTERY BANKS. REFER TO ELECTRICAL DRAWINGS.

NEW CABINETRY AND EPOXY RESIN COUNTERTOP WITH

INTEGRAL SINK AND BACKSPLASH.

REINSTALL EXISTING WALL BRACKET AND FIRE EXTINGUISHER.

REFER TO AD101.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

REINSTALL EXISTING CANTILEVERED METAL SHELVING.

REFER TO AD101

KEY NOTES

5'-0" STAILESS STEEL CORNER GUARD.

PROVIDE 2 HR FIRE RATED LOCKING ACCESS PANEL TO SEAL

WALL PENETRATION FOR DEMOLISHED EXISTING EXHAUST

FAN, SEE ELECTRICAL SHEET ED102. FIELD VERIFY SIZE.

SAND OR GRIND FLOOR OF BATTERY ROOM NO. 1 TO BARE

CONCRETE, REPAIR FLOOR AS REQUIRED, AND SEAL WITH

ACID RESISTANT EPOXY FLOOR COATING.

SHEET

IDENTIFICATION

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E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

O W

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A-101

R O

O M

N O

. 1 F

R P

L A N

1/4" = 1'-0"A-101

1 FLOOR PLAN EL.798.0 - BATTERY ROOM NO.1

02 4 8134

SCALE: 1/4"=1'-0"

NORTH

K D

N D

A-201

BETWEEN CONTRACTION JOINTS

70' - 0"

G C

O N

N J

G C

O N

N J

P.T.

GALLERY

PIPE

GALLERY

P.T.

GALLERY

RESTROOM

BATTERY

ROOM NO. 2

EL. 798.0

1' - 6 3/8" +/-

1' - 0"

2' - 1"

648" CLR

" C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

CROSS HATCH INDICATES WORK AREAS AT EL. 798.0

KEY PLAN

BATTERY ROOM NO.2

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR INFORMATION ON WALL

OR FLOOR MOUNTED MECHANICAL FIXTURES.

3. SEE ELECTRICAL DRAWINGS FOR INFORMATION ON WALL

OR FLOOR MOUNTED ELECTRICAL FIXTURES.

4. ALL NEW AND EXISTING PENETRATIONS THROUGH

FLOORS OR WALLS WILL BE SEALED WITH FLEXIBLE FIRE

RESISTANT SEALANT, INSTALLED PER 2 HOUR U.L. LISTED

ASSEMBLY CONTINUOUS AT PIPE OR EQUIPMENT

PERIMETER.

5. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN FOR

INFORMATION ONLY. CONTRACTOR TO VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO DOING THE WORK.

6. PATCH, REPAIR, AND PAINT ALL WALLS DISTURBED DURING

CONSTRUCTION TO CREATE A SMOOTH FINISHED

APPEARANCE.

7. AFTER NEW CONSTRUCTION IS COMPLETE PAINT ALL

WALLS WITHIN BATTERY ROOM #1 AND BATTERY ROOM #2

TO MATCH EXISTING. SUBMIT COLOR SAMPLES FOR

APPROVAL PRIOR TO PAINTING.

NEW BATTERY BANKS. REFER TO ELECTRICAL DRAWINGS.

REINSTALL EXISTING WALL BRACKET AND FIRE EXTINGUISHER.

REFER TO AD101.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

FILL EXISTING HOLE (10"D X 18-1/2"L X 18"H) IN FLOOR WITH

GROUT TO ACHIEVE 2HR FIRE RATING.

CUT EXISTING GROUNDING BAR AND MOVE EXISTING

GROUNDING WIRES OUT OF THE PLANE OF THE NEW WALL.

KEY NOTES

5'-0" STAILESS STEEL CORNER GUARD.

SAND OR GRIND FLOOR OF BATTERY ROOM NO. 2 TO BARE

CONCRETE, REPAIR FLOOR AS REQUIRED, AND SEAL WITH

ACID RESISTANT EPOXY FLOOR COATING.

7 NEW CABINETRY AND EPOXY RESIN COUNTERTOP WITH

INTEGRAL SINK AND BACKSPLASH.

SHEET

IDENTIFICATION

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S U

B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

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A-102

R O

O M

N O

. 2 F

R P

L A N

1/4" = 1'-0"A-102

1 FLOOR PLAN EL.798.0: BATTERY ROOM NO.2

02 4 8134

SCALE: 1/4"=1'-0"

NORTH

K D

N D

CLG: OPEN TO

STRUCTURE

BATTERY

ROOM NO.1

WEST CABLE

SHAFT

LUNCH

ROOM

EAST CABLE

SHAFT

ELEVATOR

SHAFT

PIPE CHASE

10' - 10" +/- A.F.F.

A-501

CEILING HEIGHT, ABOVE FINISH FLOOR

CEILING LEGEND

2-HR FIRE RESISTANCE RATED FIRE BARRIER.

MAINTAIN CONTINUITY AT FLOOR TRANSITIONS &

ROOF/FLOOR SLAB, SEE WALL TYPE SCHEDULE.

11' - 0" A.F.F

ACOUSTIC CEILING TILE

GYPSUM CEILING

EXPOSED TO CONCRETE STRUCTURE ABOVE

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR INFORMATION ON CEILING

MOUNTED MECHANICAL FIXTURES.

3. SEE ELECTRICAL DRAWINGS FOR INFORMATION ON CEILING

MOUNTED ELECTRICAL FIXTURES.

4. MISCELLANEOUS ACCESS PANELS IN GWB CEILING FOR

MECH., ELEC., PLUMB., TELECOMMUNICATIONS AND FIRE

PROTECTION SYSTEMS ARE NOT SHOWN. ACCESS PANEL TYPE,

SIZE AND POSITION RELATIVE TO EQUIPMENT MUST BE

COORDINATED BY THE CONTRACTOR.

5. ALL NEW AND EXISTING PENETRATIONS THROUGH CEILING OR

WALLS WILL BE SEALED WITH FLEXIBLE FIRE RESISTANT

SEALANT, INSTALLED PER 2 HOUR U.L. LISTED ASSEMBLY

CONTINUOUS AT PIPE OR EQUIPMENT PERIMETER

CLG: OPEN TO

STRUCTURE

BATTERY

ROOM NO. 2

P.T.

GALLERY

PIPE

GALLERY

P.T.

GALLERYRESTROOM11' - 0" +/- A.F.F.

KEY NOTES

PROVIDE 2 HR FIRE RATED SEALANT AT ALL THROUGH

WALL PENTRATIONS. FIELD VERIFY LOCATION, SIZE, AND

AMOUNT OF PENETRATIONS, TYPICAL.

PROVIDE 2 HR FIRE RATED ASSEMBLY TO SEAL THROUGH

WALL PENETRATION FOR DEMOLISHED EXISTING EXHAUST

FAN, SEE ELECTRICAL SHEET ED102. FIELD VERIFY SIZE.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

REINSTALL EXISTING EXIT SIGN.

PROVIDE UL LISTED FIRE DAMPER AT MECHANICAL

THROUGH WALL PENETRATIONS, SEE MECHANICAL.

5 INSTALL NEW ALARM INDICATOR LAMPS ABOVE NEW

DOORS, SEE ELECTRICAL DRAWINGS.

SEAL EXISTING OPENING WITH 2HR FIRE RESISTANCE

RATED CONSTRUCTION, REFERENCE UL NO. I502. CUT AND

REMOVE EXISTING DUCT AND LINER AS REQUIRED FOR

FINISHED SURFACE OF NEW CONSTRUCTION TO BE FLUSH

WITH EXISTING CEILING. SEE 8/A-501.

SHEET

IDENTIFICATION

D W

N B

I G N

Y :

S U

B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

O W

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A-103

L I N

G P

02 4 8134

SCALE: 1/4"=1'-0"

1/8" = 1'-0"A-103

1 CEILING PLAN EL.798.0 - BATTERY ROOM NO.1

1/8" = 1'-0"A-103

2 CEILING PLAN EL.798.0 - BATTERY ROOM NO.2

NORTH

K D

N D

BATTERY

ROOM NO.1

14" +/-

W A

C O

1 1

5 3

A-501

BATTERY

ROOM NO.1

0"6

24" +/-

BATTERY

ROOM NO.1

BATTERY

ROOM NO.1

GENERAL NOTES

1. SEE A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS AND

DRAWING CONVENTIONS.

2. SEE MECHANICAL DRAWINGS FOR INFORMATION ON

CEILING MOUNTED AND WALL MOUNTED MECHANICAL

FIXTURES.

3. SEE ELECTRICAL DRAWINGS FOR INFORMATION ON

CEILING, FLOOR, AND WALL MOUNTED ELECTRICAL

FIXTURES.

4. ALL NEW AND EXISTING PENETRATIONS THROUGH

CEILING, FLOOR, OR WALLS WILL BE SEALED WITH FLEXIBLE

FIRE RESISTANT SEALANT, INSTALLED PER 2 HOUR U.L.

LISTED ASSEMBLY CONTINUOUS AT PIPE, CONDUIT OR

EQUIPMENT PERIMETER.

6. PATCH, REPAIR, AND PAINT ALL WALLS DISTURBED DURING

CONSTRUCTION TO CREATE A SMOOTH FINISHED

APPEARANCE.

7. AFTER NEW CONSTRUCTION IS COMPLETE PAINT ALL

WALLS WITHIN BATTERY ROOM #1 AND BATTERY ROOM #2

TO MATCH EXISTING. SUBMIT COLOR SAMPLES FOR

APPROVAL PRIOR TO PAINTING.

W A

C O

BATTERY

ROOM NO. 2

BATTERY

ROOM NO. 2

W A

C O

1 1

BATTERY

ROOM NO. 2

A-501

KEY NOTES

PROVIDE 2 HR FIRE RATED SEALANT AT ALL THROUGH

WALL PENTRATIONS. FIELD VERIFY LOCATION, SIZE, AND

AMOUNT OF PENETRATIONS, TYPICAL.

PROVIDE 2 HR FIRE RATED LOCKING ACCESS PANEL TO SEAL

WALL PENETRATION FOR DEMOLISHED MECHANICAL

EQUIPMENT. FIELD VERIFY SIZE. SEE 5/A-501.

REINSTALL EXISTING WALL BRACKET AND FIRE

EXTINGUISHER. REFER TO AD101 & AD102.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

NEW GWB WALL FINISH. PAINT TO MATCH EXISTING

ADJACENT WALLS.

NEW FRP WAINSCOT UP TO 5'-0" ABOVE FINISH FLOOR.

COLOR TO MATCH EXISTING ADJACENT WALLS.

NEW DOOR AND FRAME, PAINT TO MATCH EXISTING.

REINSTALL EXISTING EXIT SIGN, SEE ELECTRICAL DRAWINGS.

PROVIDE UL LISTED FIRE DAMPER AT MECHANICAL

THROUGH WALL PENETRATIONS, SEE MECHANICAL.

NEW BATTERY BANKS, SEE ELECTRICAL DRAWINGS.9

5'-0" TALL STAINLESS STEEL CORNER GUARD.10

SHEET

IDENTIFICATION

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I G N

Y :

S U

B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

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A-201

R E

N S

02 4 8134

SCALE: 1/4"=1'-0"

1/4" = 1'-0"A-201

1 BATTERY RM NO.1 - EAST

1/4" = 1'-0"A-201

2 BATTERY RM NO.1 - SOUTH

1/4" = 1'-0"A-201

3 BATTERY RM NO.1 - WEST

1/4" = 1'-0"A-201

4 BATTERY RM NO.1 - NORTH

1/4" = 1'-0"A-201

6 BATTERY RM NO. 2 - EAST

1" 2' - 0"

ALIGN FACE OF GWB WITH CONC.

COLUMN BEYOND

CONNECT NEW TRAP AND WASTE

TO EXISTING DRAIN IN SLAB

ACID RESISTANT EPOXY

RESIN COUNTER TOP

W/ INTEGRAL

BACKSPLASH, DEEP

SINK, AND

CONTAINMENT EDGE

PLAM BASE CABINET,

SEE INTERIOR

ELEVATIONS

PARTIAL HEIGHT PARTITION, SEE

WALL SCHEDULE

8" 4"

0" C

O U

R T

O P

G H

5' - 0" A.F.F.

BOX BEAM HEADER AT TOP OF WALL

SINGLE HOLE MOUNT UTILITY

FAUCET, SEE MECHANICAL

15"D x 24"W x 12"H

0" C

O U

R T

O P

G H

T 4"

1' - 6"1' - 6"1' - 6"1' - 6"

6 5/8"6' - 0"

2" 5"

END SPLASH AGAINST WALL

ADJ. SHELF

" M

6" METAL STUD PIPE CHASE

AGAINST EXISTING COLUMN

EXISTING PLUMBING SUPPLY AND VENT,

SEAL GWB AROUND PIPES

14 GAUGE FRAME & DOOR,

COLOR TO MATCH ADJACENT

EXISTING SURFACES

CONCEALED HINGE

SPRING CLOSER

EXISTING CONCRETE WALL

R E

N S

MORTIS RIM LOCK

LATCH OPERATED BY KEY

FLANGED FRAME

EXISTING CONCRETE WALL

2" T

CONCRETE ANCHORS PER MFR

JAMB

NOTE: ACCESS PANEL MUST BE UL LISTED FOR THE REQUIRED FIRE

RESISTANCE RATING. INSTALL PER MFR INSTRUCTIONS CONSISTENT

WITH REQUIRED FIRE RESISTANCE RATING

ALIGN FACE OF GWB

WITH WALL BEYOND,

BOTH SIDES

1' - 0" +/- (VIF)

6" M

EXISTING ACT CEILING NEW ACT CEILING,

MATCH ELEVATION

OF EXISTING CEILING

3-5/8" METAL STUDS, ANCHOR

TO EXISTING STRUCTURE

BRACING AS REQUIRED

EXISTING CONCRETE CEILING

EXISTING EXTERIOR WALL

SAW CUT NEW OPENING

IN WALL AS REQUIRED,

SEE MECHANICAL FOR

SIZE AND LOCATION.

GRIND 3/4" CHAMFER ON

ALL EXPOSED EDGES

STORM RESISTANT,

DRAINABLE LOUVER BLADES

HEAD

SILL PAN WITH DRIP EDGE,

SET IN BED OF SEALANT

DRAINABLE LOUVER

FRAME

INSECT SCREEN

SILL

EXISTING EXTERIOR WALL

SEALANT

3/4" CHAMFER, TYP.

JAMB

EXISTING EXTERIOR WALL

CONCRETE ANCHOR AS

REQ'D BY LOUVER MFR

SEALANT

NOTES:

1. COLOR TO MATCH EXISTING LOUVER,

WINDOW, OR DOOR FRAMES. VERIFY COLOR

WITH CONTRACTING OFFICER.

2. SEE MECHANICAL DRAWINGS FOR SIZE AND

LOCATION OF LOUVER.

1" 2' - 0"

CONNECT NEW TRAP AND WASTE

TO EXISTING DRAIN IN SLAB

PLAM BASE CABINET,

SEE INTERIOR

ELEVATIONS

EXISTING PLASTER FINISHED WALL

4" 3'

SINGLE HOLE MOUNT UTILITY FAUCET,

SEE MECHANICAL

ACID RESISTANT

EPOXY RESIN

COUNTER TOP W/

INTEGRAL

BACKSPLASH, DEEP

SINK, AND

CONTAINMENT EDGE

15"D x 24"W x 12"H

2" 5"

4" 3'

C O

U N

T O

P H

H T

1' - 6" 1' - 6" 1' - 6" 6"

5' - 0"

EXISTING CONCRETE WALL

END SPLASH AGAINST

EXIST'G CONCRETE WALL

ADJ. SHELF

" M

ALIGN FACE OF GWB WITH FACE

OF EXISTING STRUCTURE

GWB AS REQUIRED FOR UL LISTED 2HR FIRE

RATED ASSEMBLY, REFERENCE UL NO. I502,

PAINT TO MATCH EXISTING CEILING

FIRE RESISTIVE CAULKING ALL AROUND

LIGHT GAUGE METAL FRAMING AS REQ'D

CUT EXISTING DUCT AND

LINER AS REQUIRED

FIRE RESISTIVE BATTS

AS REQUIRED BY UL

LISTED ASSEMBLY

EXISTING CONCRETE COLUMN

18" +/- (VERIFY IN FIELD)

SHEET

IDENTIFICATION

D W

N B

I G N

Y :

S U

B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

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A-501

L S

6"6"

SCALE: 3"=1'-0"

0"4" 2"

1'1'

SCALE: 1 1/2"=1'-0"

0"6" 3"9"

1" = 1'-0"A-501

2 BATTERY ROOM NO.1 SINK

1" = 1'-0"A-501

1 BATTERY ROOM NO.1 SINK

3" = 1'-0"A-501

5 FIRE RATED ACCESS PANEL

1 1/2" = 1'-0"A-501

6 CEILING BULKHEAD

6" 1' 2'1'

SCALE: 1"=1'-0"

3" = 1'-0"A-501

7 STORM RESISTANT LOUVER

1" = 1'-0"A-501

4 BATTERY ROOM NO.2 SINK

1" = 1'-0"A-501

3 BATTERY RM NO.2 SINK

1 1/2" = 1'-0"A-501

8 2HR CEILING ASSEMBLY

K D

N D

GENERAL WALL NOTES

1. PARTITIONS ARE CONTINUOUS FROM FLOOR TO BOTTOM

OF STRUCTURE (FLOOR DECK OR ROOF DECK) ABOVE UNLESS

SHOWN OR NOTED OTHERWISE.

2. PROVIDE FIRE RESISTIVE WALL TYPES, RATING AS

INDICATED, AND CONSISTENT WITH UL DESIGN NUMBER

NOTED. CONSTRUCT RATED WALLS TO COMPLY WITH

SPECIFIC UL DESIGN NUMBER REQUIREMENTS. WHERE

MULTIPLE UL NUMBERS ARE INDICATED, FOR A SINGLE WALL

TYPE, CONTRACTOR SHALL SELECT.

3. PROVIDE FIRE BLOCKING AT RATED WALLS. COORDINATE

BLOCKING REQUIREMENTS WITH UL DESIGN NUMBER

INDICATED.

4. FIRE RATED WALLS MUST HAVE U.L. LISTED PERIMETER

FIRE SAFING AT EDGES AND VOIDS. PROVIDE FIRE STOPPING

CONSISTENT WITH WALL RATING AND SPECIFICATIONS AT

PENETRATIONS AND OPENINGS, INCLUDING MEMBRANE

PENETRATIONS.

5. REFER TO SPECIFICATIONS FOR REQUIRED STUD BRACING.

STUDS ARE SPACED AT 16 INCHES ON CENTER, TYP.

8. PROVIDE GALV. STEEL PLATE BLOCKING FOR WALL

MOUNTED OR ANCHORED EQUIPMENT. COORDINATE WITH

COMPONENT SUPPLIERS FOR BLOCKING TYPE AND SPECIFIC

LOCATIONS REQUIRED.

GENERAL DOOR NOTES

1. FIELD VERIFY ROUGH OPENINGS PRIOR TO FABRICATION.

2. WHERE DOOR FRAME IS INSTALLED AGAINST CONCRETE

WALL CONDITIONS, PROVIDE ANCHORS APPROPRIATE FOR

ADJACENT MATERIALS.

3. ARMOR PLATE ON PUSH SIDE OF DOORS, KICK PLATE ON

PULL SIDE.

4. PROVIDE 1/2" UNDERCUT ON ALL DOORS.

5. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR

HARDWARE SETS.

INTERIOR WALL TYPES

1/8" FRP WAINSCOT

5/8" GWB

3-5/8" METAL STUD

5/8" GWB

1/8" FRP WAINSCOT

SEE NOTE 8

FIRE RATED ASSEMBLY:

DESIGN NO. U411

NONBEARING WALL RATING - 2 HR.

1/8" FRP WAINSCOT

5/8" TYPE X GWB

6" METAL STUD

5/8" TYPE X GWB

1/8" FRP WAINSCOT

SEE NOTES 2, 3, AND 4

O U

R F

R A

R W

UL NO. U411

NONBEARING WALL RATING - 2 HR.

5'-0" A.F.F.

0'-0" A.F.F.

FRP WAINSCOT,

BOTH SIDES

TWO (2) LAYERS 5/8"

TYPE X GWB, BOTH

SIDES

6" METAL STUDS

CONTINUOUS FIRE

RESISTIVE CAULK AT

HEAD OF WALL, BOTH

SIDES

DEFLECTION TRACK AT

HEAD OF WALL, DO

NOT FASTEN GWB TO

TOP TRACK

FIRE RESISTIVE

CAULK AT BASE OF

WALL, BOTH SIDES

COMPRESSIBLE SILL

SEALER UNDER

BOTTOM TRACK

8 1/2"

CEILING

ONE (1) LAYER 5/8"

GWB, BOTH SIDES

5'-0" A.F.F.

0'-0" A.F.F.

FRP WAINSCOT,

BOTH SIDES

3-5/8" METAL STUDS

COMPRESSIBLE SILL

SEALER UNDER

BOTTOM TRACK

5 3/8"

LIGHT GAUGE BOX

BEAM HEADER

DOUBLE STUDS AT JAMB

DOOR PANEL, SEE SCHEDULE

FOR DOOR TYPE & SIZE

FLEXIBLE FIRE RESISTANT

SEALANT, INSTALLED PER U.L.

LISTED ASSEMBLY CONTINUOUS

@ FRAME PERIMETER.

WELDED HM DOOR FRAME.

ATTACH FRAME TO STUD

WALL W/ MIN. 3 METAL

ANCHOR CLIPS PER JAMB.

TYP.

1/2"

2" 5/

VARIES

SEE WALL SCHEDULE

FOR FINISHES

EXISTING CONCRETE WALL

CONCRETE EXPANSION

ANCHOR

WELDED HM DOOR FRAME

FLEXIBLE FIRE RESISTANT

SEALANT, INSTALLED PER U.L.

LISTED ASSEMBLY. CONTINUOUS

@ FRAME PERIMETER

DOOR PANEL, SEE SCHEDULE FOR

DOOR TYPE & SIZE

FIELD VERIFY

EQ EQ

SHIM AT ANCHOR

DOOR PANEL, SEE

SCHEDULE FOR

DOOR TYPE & SIZE

EXISTING CONCRETE

FLOOR SLAB

DOOR FRAME BEYOND

1/ 2"

U N

C U

DOOR PANEL TYPES

N A

R R

O W

SEE SCHEDULE

" D

O O

R A

R M

O R

1/ 2"

U N

C U

BATTERY ROOM

SMOKING

EMERGENCY

EYE WASH

CAUTION

DO NOT ENTER

CALL 211

IF RED LIGHT IS ON

GREEN LIGHT IS OFF

10"

9" 4"

4" 4"

1" WHITE TEXT

ON RED

1" BLACK TEXT

ON WHITE

1" WHITE TEXT

ON RED

1" WHITE TEXT

ON BLACK

5/8" WHITE TEXT

1" WHITE TEXT

NOTE: ROOM SIGN TO READ "BATTERY ROOM #1"

ON DOORS 1A AND 1B. ROOM SIGN TO READ

"BATTERY ROOM #2" ON DOORS 2A AND 2B.

SHEET

IDENTIFICATION

D W

N B

I G N

Y :

S U

B Y:

E :

A M

E :

C O

N O

S O

N O

U .S

. A R

M Y

C O

O F

R S

B Y:

US Army Corps of Engineers

A N

N U

T D

T I

M E:

1 2 3 4 5

A C H

SEATTLE DISTRICT

E -3

-8 -3

E P

M U

C O

O W

O U

P R

A C

E D

E, W

100% SUBMITTAL

DESIGN FILE:

O W

-O N

C O

9/ 6/

P M

R:\dms98451\FY16_PN320900_Architecture_r2015.rvt

A-601

L E S

DOOR SCHEDULE

DOOR

NO.

PANEL FRAME

FIRE

RATING HARDWARE COMMENTS:TYPE

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

1A NV 4' - 0" 7' - 0" 1 3/4" HM PAINT TO MATCH EXISTING SINGLE DOOR HM PAINT…

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File details come from the government source that posted it. Updated Nov 14, 2017.